Fig. 9From: Study on the additional support length requirements of single-span bridges due to skew using a simplified methodParameter and response of the case 1 (L = 36.6 m, B = 12.2 m and L/B = 3.0). a Rotational stiffness Jd; b computed in-plan rotation from the Simplified Method (T = 0.9 s)Back to article page